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GRAPHIC SCALE
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SW LANGSTON
DATUM ELEV
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TWO PORT FIRE HYDRANT
NEEDS TO BE FITTED —
W/ STORTZ FITTING J
RIM EL = 233.8l' -J INV EL = 226.11'12 "N
INV EL = 226.22 W & S
/
sv
3
w
/ �IM
Q N � O N �O� b'
h /
l / l 80. O0�
� I
/// 216 --
/ EX SSMH
/ RIM EL = 214.01
INV EL= 206.66'N &S 21q_ T
Z
y X WOOD
/ 3p•07 ( / FENCE
/!/ gp pp I 272-'-- -
,
6 "0 PERFORATED PIPE
CAP END OF PIPE
1' MIN.
INFILTRATION
LENGTH =
PLAN VIEW
N.TS.
EX WOOD 16.3'
FENCE
222
\t R `K
c 220
StOjT 3 DO VpC - C
GOT IS lq PG 7
ROOF DRAIN
TYPE / CB OR CONCRETE
YARD DRAIN W /SOLID LID
LINE
LENGTH
11
Lt
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c
L2
9.39
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w
d
CL
0
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0
W
Zi
T
2 2
h 'o
\
\s
TWO PORT FIRE HYDRANT
NEEDS TO BE FITTED —
W/ STORTZ FITTING J
RIM EL = 233.8l' -J INV EL = 226.11'12 "N
INV EL = 226.22 W & S
/
sv
3
w
/ �IM
Q N � O N �O� b'
h /
l / l 80. O0�
� I
/// 216 --
/ EX SSMH
/ RIM EL = 214.01
INV EL= 206.66'N &S 21q_ T
Z
y X WOOD
/ 3p•07 ( / FENCE
/!/ gp pp I 272-'-- -
,
6 "0 PERFORATED PIPE
CAP END OF PIPE
1' MIN.
INFILTRATION
LENGTH =
PLAN VIEW
N.TS.
EX WOOD 16.3'
FENCE
222
\t R `K
c 220
StOjT 3 DO VpC - C
GOT IS lq PG 7
ROOF DRAIN
TYPE / CB OR CONCRETE
YARD DRAIN W /SOLID LID
Q
EX ST MH
RIM EL = 221.12'
INV EL = 215.62' 12" W & E
LINE TABLE
LINE
LENGTH
I BEARING
Lt
0.27
S59'S1'24 "E
L2
9.39
S71'27'28 "E
GRAPHIC SCALE
\
J
200
l9Y SITE
w
o u ao e0 120
SW LANGSTON
DATUM ELEV
195.00
S
AVE
a
3
g
(IN FEET )
y
�sw
z
S 2 ST
1 inch = 30 ft.
S 3 ST
SURVEY NOTES
S� S 3 pf
N
T ON
N
N
N
METHOD USED: FIELD TRAVERSE NTH
SUNSET BL`m
FIELD MEASUREMENTS AND ANGLES
WAC 332 -130 -090
DATE OF SURVEY: DECEMBER 2008
BASIS OF BEARING: WEST LINE OF THE NW 1/4 OF
SW 7 ST
SECTION 18 -23 -5 (0111'42 "E)
APPROX. LOCATION OF
VICINITY
MAP
BENCHMARK: CITY OF RENTON MON #1853
i
SANITARY SEWER
o
�
LEAD & TACK IN IN CONCRETE IN CASE
STUB CONTRACTOR MAY
IN
AT THE INTERSECTION OF 'THOMAS AVE SW
NEED TO FIELD VERIFY
2 +72.5, 5.9' RT
& SW LANGSTON ROAD.
PROPOSED 6 "X6" TEE SS STUB
3
ELEVATION = 231.95' (70.697m)
PATCH
2 +68, 28.5' RT
FOR LOT 2. )CONTRACTOR TO
LEGAL DESCRIPTION
SIDEWALK
NEW 3/4" WATER
VERIFY INVERT ELEVATION.)
THE NORTHWESTERLY 2 FEET OF LOT 10
AND ALL OF LEGEND
ERVICE
30 44LF 6" (C900)
LOTS 11 AND 12, BLOCK 3, EARLINGTON
ADDITION, ❑� CB (TYPE 1)
TELEPHONE CABINET
6" TO 2" REDUCER
"0
y
ACCORDING TO THE PLAT THEREOF RECORDED IN O STMH (TYPE 11)
SIGN
2 PRESSURE COUPLING
VOLUME 14 OF PLATS, PAGE 7, IN KING
COUNTY ,
�!/ "��
CONIFER TREE
< < <�
WASHINGTON.
0 SANITARY SEWER MH
< 222
ad
EX CB
ri
o
�;.1
0
DECIDUOUS TREE
N
¢
RIM EL = 220.16
N
w WATER VALVE
<
INV EL = 217.21' 121
o
MAIL BOX
a',
® WATER METER /SERVICE
d FIRE HYDRANT
+
PK NAIL
,L'i
o UTILITY 'POLE
®
MON IN CASE/
's
GUY WIRE
0
EX REBAR / PIPE
\
AS NOTED
.::
4—
\
_
0 PROPOSED WATER METER SERVICE
Q
EX ST MH
RIM EL = 221.12'
INV EL = 215.62' 12" W & E
LINE TABLE
LINE
LENGTH
I BEARING
Lt
0.27
S59'S1'24 "E
L2
9.39
S71'27'28 "E
LOT 2 WILL REQUIRE A SAI
SEWER PUMP SYSTEM. A E
SYSTEMS GRINDER PUMP. I,
D SERIES (DH 071).
1' MIN COVER
00f,,
USE DOUBLE WIDE TRENCH TO
MINIMIZE PIPE SYSTEMS
AND MAINTENACE. MORE THAN 1000 SF. ROOF MAY
�\ SAMPLE CALCULATION
1000 SF ROOF REQUIRES
_--_ 2'x30' =60SF.
A SF ROOF REQUIRES
60 SF 120011000) =72 SF
72SF14' WIDE TRENCH
=18' LONG TRENCH
SPLASH BLOCK
\
TYPE I CB OR CONCRETE
YARD DRAIN W /SOLID LID
INFILTRATION TRENCH DETAIL PROFILE VIEW
Mill
220
210
C
c
K
z
i
O
\
J
200
EXISTING
PROFI
SW LANGSTON
DATUM ELEV
195.00
USE DOUBLE WIDE TRENCH TO
MINIMIZE PIPE SYSTEMS
AND MAINTENACE. MORE THAN 1000 SF. ROOF MAY
�\ SAMPLE CALCULATION
1000 SF ROOF REQUIRES
_--_ 2'x30' =60SF.
A SF ROOF REQUIRES
60 SF 120011000) =72 SF
72SF14' WIDE TRENCH
=18' LONG TRENCH
SPLASH BLOCK
\
TYPE I CB OR CONCRETE
YARD DRAIN W /SOLID LID
INFILTRATION TRENCH DETAIL PROFILE VIEW
Mill
220
210
C
c
1 +00 2 +00 3 +00
ACCESS EASEMENT ROAD PROFILE
SCALE HORIZONTAL 1 "= 20'
VERTICAL 1" = 10'
y
z
J
W
O
nom.
0
N
i
-
EXISTING
PROFI
SW LANGSTON
RD
N
N
N
N
N
i
o
�
IN
3
y
ad
m
ri
o
N
N
N
N
N
1 +00 2 +00 3 +00
ACCESS EASEMENT ROAD PROFILE
SCALE HORIZONTAL 1 "= 20'
VERTICAL 1" = 10'
y
z
J
W
O
nom.
0
N
7 +00 2 +00 3 +00
SW LANGSTON ROAD PROFILE
SCALE HORIZONTAL 1 "= 20'
VERTICAL 1" = 10'
It 11 NOTE:
"AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOLIMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR.
230
220
210
RECOMMENDED
FOR APPROVAL
BY DATE
BY DATE
BY DATE
BY DATE
BY DATE
UTIUI JTJYT
0 � d 0-35350';4, S- 35"35aa(
-
EXISTING
PROFI
SW LANGSTON
RD
N
N
N
N
N
7 +00 2 +00 3 +00
SW LANGSTON ROAD PROFILE
SCALE HORIZONTAL 1 "= 20'
VERTICAL 1" = 10'
It 11 NOTE:
"AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOLIMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR.
230
220
210
RECOMMENDED
FOR APPROVAL
BY DATE
BY DATE
BY DATE
BY DATE
BY DATE
UTIUI JTJYT
0 � d 0-35350';4, S- 35"35aa(